Lourenco P B.Computations on historic masonry structures[J].Progress in Structural Engineering and Materials,2002,4(3):301-319.
[3]
May I M,Naji J H.Nonlinear analysis of infilled frames under monotonic and cyclic loading[J].Computers&Structures,1991,38(2):149-160.
[4]
Ghosh A K,Amde A M.Finite element analysis of infilled frames[J].Journal of Structural Engineering,2002,128(7):881-889.
[5]
Stavridis A,Shing P B.Finite-element modeling of nonlinear behavior of masonry-infilled RC frames[J].Journal of Structural Engineering,2010,136(3):285-296.
[6]
Asteris P G.Finite element micro-modeling of infilled frames[J].Electronic Journal of Structural Engineering,2008,(8):1-11.
[7]
杨卫忠.砌体受压本构关系模型[J].建筑结构,2008,38(10):80-82.
[8]
Smith B S.Lateral stiffness of infilled frames[J].Journal of the Structural Division,ASCE,1962,88(6):183-199.
[9]
FEMA 306:Evaluation of earthquake damaged concrete and masonry wall buildings[R].Basic Procedures Manual,1998.
Koutromanos I,Stavridis A,Shing P B,et al.Numerical modeling of masonry-infilled RC frames subjected to seismic loads[J].Computers&Structures,2011,89(11):1026-1037.
[14]
Ali S S,Page A W.Finite element model for masonry subjected to concentrated loads[J].Journal of Structural Engineering,1988,114(8):1761-1784.
Mosalam K M,White R N,Gergely P.Static response of infilled frames using quasi-static experimentation[J].Journal of Structural Engineering,1997,123(11):1462-4169.
Mohebkhah A,Tasnimi A A,Moghadam H A.Nonlinear analysis of masonry-infilled steel frames with openings using discrete element method[J].Journal of Constructional Steel Research,2008,64(12):1463-1472.
Shing P B,Lofti H R,Barzegar Mehrabi A,et al.Finite element analysis of shear resistance of masonry wall panels with and without confining frames[C]//Proceedings of 10th World Conference on Earthquake Engineering,1992.
[28]
Lotfi H R,Shing P B.Interface model applied to fracture of masonry structures[J].Journal of Structural Engineering,1994,120(1):63-80.
[29]
Liauw T C,Kwan K H.Plastic theory of infilled frames with finite interface shear strength[C]//ICE Proceedings.Thomas Telford,1983,75(4):707-723.
[30]
Polyakov S V.On the interaction between masonry filler walls and enclosing frame when loaded in the plane of the wall[J].Earthquake Engineering,1960:36-42.
[31]
Durrani J,Luo Y H,Abrams D P.Seismic retrofit of flat-slab buildings with masonry infills[R].Technical Report,1994:1-8.
[32]
Dawe J L,Seah C K.Behaviour of masonry infilled steel frames[J].Canadian Journal of Civil Engineering,1989,16(6):865-876.
